摘要
本文以北京某超大圆形半埋式水池为例,采用有限元分析软件SAP2000进行计算,通过对比分析不同约束方式和不同地基阻力系数对水池力学性能的影响,得出相对合理的约束方式和地基阻力系数,为确定大型半埋式圆形水池池底的约束方式提供参考.
This article,taking a super large circular semi buried pool in Beijing as an example,uses finite element analysis software SAP2000 as a means of calculation to compare and analyze the effect of different restraint styles and foundation resistance coefficient on the mechanical performance of the water tank.And the relative reasonable restraint style and foundation resistance coefficient are obtained.This paper provides reference for determining the foundation resistance style of large circular semi buried pool.
作者
高建岭
王冰
张宏涛
GAO Jianling;WANG Bing;ZHANG Hongtao(Col. of Civil Engineering, North China Univ. of Tech., 100144, Beijing, China)
出处
《北方工业大学学报》
2018年第2期80-84,共5页
Journal of North China University of Technology
关键词
池底约束
超大圆形半埋式水池
地基阻力系数
温度应力
pool bottom constraint
super large circular semi buried pool
foundation resistance coefficient
thermal stress
